Approved Plans OPW21-0212

   NOOSA COUNCIL
  APPROVED PLANS
OPW21/0212 24 AUG 2021


[OCR of page images]
 

 

EXISTING WATER MAIN

EXISTING TELSTRA —
600mm COVER.

EXISTING
KERB INVERT

 

x NOOSA COUNCIL
: APPROVED PLANS
foo OPW21/0212 24 AUG 2021

EXISTING SURFACE

     

    

 
 

‘800mm COVER.

 

 

 

 

PROPERTY
BOUNDARY

 
   

     
     
 

PROPERTY
BOUNDARY

EXISTING SURFACE

   

 
   

  

0.42m

B99 VEHICLE TEMPLATE
IN ACCORDANCE WITH

a °°
es | ; AS 2890.1 FIGURE C1.

DESIGN SURFACE

  

 

 

%, 9
‘ A
k 1.5m { 1.5m >}< EF 5.290 >f< 446m >
PROPOSED WATER MAIN TO BE LOWERED TO
MAINTAIN 800mm MIN COVER. CONTRACTOR TO LODGE
DESIGN SURFACE
EXISTING SEWER O WITH SERVICE PROVIDER AND ALLOW ALL COSTS.
PROPOSED TELSTRA LINE TO BE LOWERED TO

MAINTAIN 600mm MIN COVER. CONTRACTOR TO LODGE
WITH SERVICE PROVIDER AND ALLOW ALL COSTS.

ES SECTION (8B SECTION
Oat Al 50 at At

 

'
NOMINATED PROPOSED
WATER METER LOCATION

225D uPVC (SN8)
USIL; 29.73
DSIL: 29.71

       
   

 

  
 
  

 

 

 

 

        

 

       

 

 

 

   

 

    
  
 
 
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

a
LEGEND
EXISTING PROPOSED,
PROPERTY BOUNDARY
————— buitone
— ROAD CROWN
ee KERB AND CHANNEL
oo EDGE OF CONCRETE
— — sii — — mea DRAINAGE
— —s— SEWER
— —Ww— WATER
— —1— — — —T— — TELSTRA
LINEMARKING
—_ FENCE
33.0 CONTOURS
BATTERS
RETAINING WALL

CONCRETE PAVEMENT.

 

DIRECTION OF FALL

MAJOR OVERLAND:
FLOW PATH

CONCRETE FIELD INLET
(600x600 U.N.O.)

STRUCTURE NUMBER:
 ex133.00 133.00 SURFACE LEVEL
exiL2ht W241 INVERT LEVEL

 

—————————————_——cuxX“,
NOTE; REFER DWG C001 FOR STORMWATER NOTES
AND (025 FOR SECTIONS AND DETAILS

 

 

UPSTREAM OVERLAND FLOW
PATH CALCULATIONS

JUPSTREAM CATCHMENT: SPOON DRAIN CAPACITY:
A = 415m V = 0.059m'/s

1.0x332x0.415) therefore: Q100 < V
360

 

  

where;
.038m/s 50.013; S=0.015

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ld '
> ENCLOSED BIN STORE. PROVIDE
= PM eG ciel 1.0m? MAX. BUNDED BIN WASH
Ww y DOWN AREA. REFER HYDRAULICS
x ENGINEERS DWGS FOR DETAILS. cp
G1P2033 Lot 128
xr YOkL_ UNDERGROUND PROPOSED CAR TURNTABLE INSTALLED RETAINING WALL TO STRUCTURAL RP8B93%,
vw | Oe bal TO MANUFACTURERS SPECIFICATIONS. ENGINEERS SPECIFICATIONS (TYP.)
S%, —
PROPOSED SERVICES TO BE ——__ | x ey, ROOF WATER sth Stee
RELOCATED. CONTRACTOR TO H o | a a ' vega
LODGE APPLICATION WITH f Ue, 1 % 1
SECURE PROVIDERS AND t "Sey p =
ALLOW ALL COSTS H (} ~
(A
if | iF iH
\ | t | \ } \ a | \ |-— 3000 V SPOON DRAIN OPEN CHANNEL
‘ACO Ki00S GRATED DRAIN OR u i 4<— ROOF CONNECTION. REFER 7 l, \ ! DRAINAGE BY VANTAGE PIPES INSTALLED
APPROVED EQUIVALENT WITH \ é + HYDRAULIC DWG'S FOR ' 1 l7 / y yt IN ACCORDANCE WITH MANUFACTURERS
TRAFFICABLE CLASS "D" GRATE. | WA DRESSED DRVEWAY CROSSOVER, ,/ CONTINUATIONS (TYP). oy { SPECIFICATIONS FOR EXISTING UPSTREAM
|| CONTRACTOR TO LODGE WITH SERVICE M8 ra | 1 OVERLAND FLOW PATH.
| PROVIDER AND ALLOW ALL COSTS. GS = Lor 136 |
F i Ry RP88934
4 % <—_~
| . Lot 129
| RESIDENTIAL VEHICLE + RP 88934,
oe CROSSING AS PER IPWEAQ
S~ sto pwWGS RS-049 & RS-050.—|
' \
i ha
' t |
I~
) \ | <e
I |
4 :
1
I e, Ww
! ee, |
i 2, I 2 |
1 1 iL
1 a un
! | Project North:
CONNECT NEATLY TO KERB AND CHANNEL ~| | :
WITH APPROVED KERB ADAPTORS TO | 900x900 TYPE 1 FIELD INLET
IPWEAG STD DWG RS-081 (TYP). | TO IPWEAQ STO DWG D-050
; 1
(G
i
a H 2/002 vPVC (SHO) L 2756 upvc (SNB) GTP596 LOT 130 Scales:
USIL: 31.85 USIL: 32.50 RPBE934, .
joe ome A hh” 200 tA
SITEWORKS LAYOUT PLAN ss! FOR APPROVAL
‘SCALE A
NOT FOR CONSTRUCTION
NOTES : | Client: COLE PROJECTS Designed: SFD Drawn: AIP Title: Date: MAY 2021__| Scale; AS NOTED
Issue Amendment Date oa | i re engineer. and may = Sunshine Coast Office Bundaberg Office
| FORREST WORE oe Seopa ready ernpatcete a Empire Uz trtonalcast Macedon 04553 ceaDeensrest nstergausto | Project PROPOSED APARTMENT DEVELOPMENT ‘Approved: SITEWORKS AND DRAINAGE PLAN ‘Job Ref No: Drawing No: [ Issue:
a [UeokTeD TNE ARE canter] , famreunemaca ns” | OY aa poses pong 31 BOTTLEBRUSH AVENUE, = SC-8839
eer RTT, raat ne | 2 Reeeseeuesrengeetocntrs Swimenae sae.  ESienuGereianestpcona  E sinne-Gersteenbent co NGOSRTERDS. . Sa . coz0 | .&

 

 

 

 

 

 

 

 

 

 

 

 

 

F DAVEWAY GLAPES SUsuN) To SECTION B. 9.86.2) SEP

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